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新型混合装配式混凝土剪力墙研究进展
Research Development of New Hybrid Precast Concrete Shear Walls
【摘要】 新型混合装配式混凝土剪力墙综合应用了无粘结预应力压接技术、普通钢筋局部无粘结浆锚搭接技术以及扣接封闭箍筋技术,具有良好的变形恢复能力、耗能能力及延性。介绍了新型混合装配式混凝土剪力墙构造与工作机理,讨论了相关研究进展,并对其后续研究进行了展望。
【Abstract】 New hybrid precast concrete shear walls( NHPW) utilize the unbonded post-tensioned tendons,lap-splice grout vertical connecting reinforcements,and the overlapping welded closed stirrups.NHPW possesses good deformation restorability,energy dissipation capacity and ductility to emulate the cast-in-place monolithic shear wall in seismic performance. The configuration,working mechanism and test research results were discussed and suggestions were then put forward.
【关键词】 装配式;
混凝土;
剪力墙;
混合装配;
试验;
【Key words】 precast; concrete; shear walls; hybrid connection; testing;
【Key words】 precast; concrete; shear walls; hybrid connection; testing;
【基金】 “十二五”国家科技支撑计划项目(2011BAJ10B03);江苏省高校自然科学研究面上项目(13KJB560005)
- 【文献出处】 施工技术 ,Construction Technology , 编辑部邮箱 ,2016年16期
- 【分类号】TU398.2
- 【被引频次】8
- 【下载频次】476